HomeMy WebLinkAboutProduct Approval REVIEWED FOR
CODE COMPLIANCE PerS. °i✓ou
ST. LUCIE COUNTY NEMO etc.
BOCC
Certificate hristan Authorization un t 24
#155
[[�� ��DD 353 Christian Street, Unit#13
Oxford,CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CQNSULT CERTIFY
Polyglass USA,Inc. Evaluation Report P9290.02.08-1122
1111 West Newport Center Drive FL16S4-R24
Deerfield Beach, FL 33442 _ _ Date of Issuance:02/11/2008
(954)233-1230 Revision 22:04/11/2019
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rulesand regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 6th Edition(2017)Florida Building Code sections noted herein.
DESCRIPTION: Polyglass SBS and APP Modified Bitumen.Roof Systems
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report Is valid until such time as the named product(s)changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen,P.E.of any changes to the
product(s),the Quality Assurance or the production facility locatign(s). NEMA I etc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMO I etc. Evaluated" may be displayed in
advertising literature. if any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 4,plus a 69-page Appendix.
Prepared by: """""" —
Robert l.M.Nieminen,P.E..
9.1. The The facsimile seal appearing was authorized byRobert
Florida Registration No.59166,Florida DCA ANE1983 "-%Sze.,°";�o``" Nieminen,P.E.on 04/11/2019.This does not serve as an
electronically signed document.
CERTffICATiON OF INDEPENDENCE:
1. NEW ETC,,LLC does not have,nor does it intend to acquire or will it acquire,a financial Interest in any company manufacturing or
distributing products It evaluates.
2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial Interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
NNEmoletc.
ROOFING SYSTEMS EVALUATION:
Product Category: Roofing
Sub-Category: Modified Bitumen Roof Systems
Compliance Statement: Polyglass SBS and APP Modified Bitumen Roof Systems,as produced by Polyglass USA,
Inc., have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code
through testing in accordance with the following Standards, Compliance is subject to the Installation Requirements
and Limitations/Conditions of Use set forth herein.
., A.-
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::::;::�:�:°:::'.`•,.::',:.:;.;::::: ::Standar
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1504.3,1 Wind FM 4474 2011
1504,3.1 Wind UL 1897 2012
1504.7 Impact FM 4470 2012
1507,11.2 Physicals ASTM D6162 2008
1507.11.2 Physicals ASTM D6163 2608
1507.11.2 Physicals ASTM D6164 2011
1507,11.2 Physicals ASTM D6222 2011
1507,11.2 Physicals ASTM D6509 2009
-Entity•;::::�::-�:�:EXam-.:••:'::: :Reference-:::�:•::.�:D�te;::,'•�:.:_.�::Entity::• .:....:..:.....E dirt: ;::::...:•-::tiefeferiise'�:!_::<:;::::..—...• ;...
ERD(TST6049) Physicals P10490.10.08-2 10/30/2008 FM(TST1867) FM 4470 2DSA9,AM 06/22/1999
ERD(TST6049) FM 4470/4474 P13760,09.09 09/10/2009 FM(TST1867) FM 4470 3006646 01/04/2000
ERD(TST6049) FM 4470/4474 P13770.09.09 09/10/2009 FM(TST1867) FM 4470 3001334 01/25/2000'
ERD(TST6049) FM 4470/4474 P30540.11,09-R1 11/30/2009 FM(TST1867) FM 4470 3001334 02/15/2000
ERD(TST6049) FM 4470/4474 P30550.12.09 12/02/2009 FM(TST1867) FM 4470 3000857 01/12/2000
ERD(TST6049) Physicals P33950.12.10 12/30/2010 FM(TST1867) FM 4470 3004091 01/12/2000
ERD(TST6049) FM 4470/4474 P33970.03.11 03/15/2011 FM(TST1867) FM 4470 3005115 05/02/2001
ERD(TST6049) Physicals P37590.0.3.13-3A 03/06/2013 FM(TST1867) FM 4470 3012321 07/29/2002
ERD(TST6049) FM 4470/4474 P39680,03.13 03/04/2013 FM(TST1867) FM 4470 3014692 08/05/2003
ERD(TST6049) Physicals P37590.03,13-1-RS 06/26/2013 FM(TST1867) FM 4470 3014751 08/27/2003
ERD(TST6049) Physicals P37590.03,13.2•81 07/01/2013 FM(TST1867) FM 4470 3007170 01/13/2004
ERD(TST6049) Physicals P37590,07.13-2 07/01/2013 FM(TST1867) FM 4470 3019317 06/30/2004
ERD(TST6049) Physicals P37590.03.13.5-R7 07/01/2013 FM(TST1867) FM 4470 3020703 07/30/2004
ERD(TST6049) Physicals P37590.07.13.1 07/02/2013 FM(TST1867) FM 4470/4474 3018332 01/31/2006
ERD(TST6049) FM 4470/4474 P41630.08.13 08/06/2013 FM(TST1867) FM 4470/4474 3023368 03/20/2006
ERD(TST6049) Physicals P45940.09.13 09/04/2013 FM(TST1867) FM 4470/4474 3024594 05/23/2006
ERD(TST6049) Physicals P44370.10,13 10/04/2013 FM(TST1867) FM 4470/4474 3023458 07/18/2006
ERD(TST6049) Physicals P39520,09.14-2 09/11/2014 FM(TST1867) FM 4470/4474 3030658 09/12/2007
ERD(TST6049) FM 4470/4474 SC6160,11.14 11/10/2014 FM(TST1867) FM 4470/4474 3032172 06/12/2009
ERP(TST6049) Physicals P45440SC.03.15-1 03/31/2015 FM(TST1867) FM 4470/4474 3049631 04/21/2014
ERD(TST6049) Physicals SC5170.05,15 05/08/2015 FM(TST1867) FM 4470/4474 3057029 02/02/2017
ERD(TST6049) FM 4474 SC8085.05.15 05/19/2015 NEMO(TST6049) Criticality 45-PLYG-18.001.06.19 06/23/2018
ERD(TST6049) Physicals SCS170,12.15 12/29/2015 NEMO(TST6049) FM 4474 4L-PLYG-1&003.08.18 08/21/2018
ERD(TST6049) FM 4470/4474 SC9455,15 04/01/2016 NEMO(TST6049) Criticality 4S-PLYG-18-001.10.18 10/03/2018
ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16-1 05/17/2016 NEMO(TST6049) FM 4474 41.-PLYG-18.003.11,18 11/28/2018
ERD(TST6049) FM 4470/4474 PLYG-SC6905.05.16-2 05/17/2016 NEW(TST6049) FM 4474 4-PLY13-1e-003.OL19 01/11/2019
ERD(TST6049) FM 4470/4474 PLYGSC10815,07.16.1111 09/23/2016 NEMO(TST6049) FM 4474 41.-PLYG-18-003.04.19-A 04/08/2019
ERD(TST6049) UL1897 PLYG-SC12025.10.16 10/12/2016 PRI(TST5878) Physicals PUSA-062-02.01 12/04/2007
ERD(TST6049) FM 4470/4474 PLYG-SC11475.16 11/17/2016 PRI.(TST5878) Physicals PUSA-061-02-02 01/28/2008
ERD(TST6049) FM 4470/4474 PLYG-SC13235.01.17 01/17/2017 PRI(TS75878) Physicals PUSA-064-02-02 02/27/2008
ERD(TST6049) FM 4470/4474 FLYG-SC13920.05.17 05/30/2017 PRI(TST5878) Physicals PUSA-062-02.02 12/04/2008
ERD(TST11294) FM 4470/4474 PLYG-CM3945.05.17-1 05/30/2017 PRI(TST5878) TAS 114 PUSA-188-02.01 02/08/2017
ERD(TST11294) FM 4470/4474 PLYG-cr1.13945.05,17-3 05/30/2017 PRI(TM878) TAS 114 PUSA-188-02-02 02/08/2017
ERD MT6049) FM 4470/4474 PLYG-SC13945.05.17 05/30/2017 PRI(T5T5878) TAS 114 PUSA-188-02-03 02/08/2017
ERD(TST6049) FM 4470/4474 PLYG-SC1S760.09.17 .09/11/2017 PRI(TSr5878) TAS 114 PUSA-202-02-01 05/17/2017
FM(TST1867) FM 4470 2W7A7,AM 08/04/1994 PRI(TST5878) TAS 114 PUSA-202-02.02 05/17/2017
FM(TST1867) FM 4470 OD3A3.AM 04/04/1997 M-D(CER1592) HVHZ Various NOAs Various
FM(TST1867) FM 4470 2DOAO.AM 12/23/1998 M-D(CER1592) Prop,for Rev. 10.0823 10/12/2010
UL(QUA9625) Quality Control Service Confirm 09/13/2018
MEMO ETC,LLC Evaluation Report P9290.02.08-R22
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL1654-1124
Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 22;04/11/2019
Page 2 of 4
NMEMO 1 etc.
This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA,
Inc, published installation instructions and the Limitations/ Conditions of Use herein. The following Polyglass
membranes make up the subject systems.
N. '0 0Ot 0• "0 00 l i "00
2ZM
Y -
eteren.C�:...-. `•_Graii��•' ?Fype;�:;;
Polyglass G2 Base - ASTM D4601 N/A 11
Base Sheets Polyflex SA Base ASTM I)4601 N/A II
Polyglass Base ASTM D6509 N/A N/A
Elastoshield AT ASTM D6162 S Ill
Elastobase ASTM D6163 S 1
Elastoflex V ASTM D6163 5 1
Elastoflex SA V ASTM D6163,Table 2 S I
Elastoflex SA V FR ASTM D6163,Table 2 S I
SBS Membranes Elastoflex SA V Pius ASTM D6163 S I
Elastoflex SA V Plus FA ASTM D6163 S I
Elastobase P ASTM D6164 S I
Elastoflex S6 ASTM D6164 S I
Elastoflex S6 HP ASTM 06164 S 11
Elastoflex V G _ ASTM D6163 G I
Elastoflex V G FR ' ASTM D6163 G I
Elastoflex S6 G ASTM D6164 G I
Elastoflex S6 G FR ASTM D6164 G I
Polyfresko G SBS ASTM D6164 G i
Polyfresko G SBS FR ASTM D6164 G I
SSS Membranes Elastoshleld TS G ASTM D6164 G I
Elastoshield TS G FR ASTM 06164 G I
Elastoflex SA P ASTM 06164 G I
Elastoflex$A P FR ASTM D6164 G I
Polyreflect ASTM D6164 S I
Polyflex ASTM D6222 S 1
Polyflex G ASTM D6222 G F
'Polyflex G FR ASTM D6222 G I
Polyfresko G ASTM D6222 G I
Polyfresko G FR ASTM D6222 G I
APP Membranes Pol bond ASTM D6222 S I
Poi band G _ ASTM D6222 G I
Polyflex SA P — ASTM D6222 6 I
Polyflex SA P FR ASTM D6222 G I
Polyfresko G SA ASTM D6222 G I
Polykool ASTM D6222 S I
5.1 This is a building code evaluation. Neither MEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of
Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or,
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product.
5.4 For steel deck installations,foam plastic insulation shall be separated from the building interior in accordance with
FBC 2603.4 unless the exceptions stated In FBC 2603.4.1 and 2603.6 apply.
NEMO EPC,LLC Evaluation Report P9290.02.08-R22
Certificate ofAuthorizatlon(132455 6111 EDITION(2017)FBC NON-HVHZ EVALUATION FL1654-R24
Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 22:04/11/2019
Page 3 of 4
NNEMOJetc.
5.5 The roof system evaluation herein pertains to above-deck roof components, Roof decks and structural members shall
be.in a4cordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of
the roof deck shall be documented through proper codified and/or FBG Approval documentation.
5.6 For recover installations,the existing roof shall be examined in accordance with FBC 1511.
5.7 For mechanically attached insulation or membrane or strip-bonded insulation,the maximum design pressure for the
selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16.
Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated
pressure criteria. Commonly used methods are ANSI/SPRI WDi, FM Loss Prevention Data Sheet 1-29, Roofing
Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk*
carrythe limitations set forth in Section 2.2.10.1 of FM Loss,Prevention Data Sheet 1-29(January 2016)for Zone 2/3
enhancements.
5.8 For assemblies with all components fully bonded In place,the,maximum design pressure for the selected assembly
shall meet or exceed critical design:pressure determined in accordance with FBC Chapter 16. No rational analysis is
permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing roof decks,fasteners shall be tested in the existing
deck-for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum
requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application
Standard TAS 105.
5.10 For bonded insulation or membrane over existing Substrates in a re-roof(tear off)or recover installation,the existing
deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface
conditions exist that bring system performance into question,field uplift testing In accordance with ANSI/SPRI IA-1,
ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on
mock-ups of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation,the,existing roof system shall
be capable of resisting project design pressures on Its own merit to the satisfaction of the Authority Having
Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data
Sheet 1-52 or Testing Application Standard TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC
Chapter 16 and-tested for resistance,in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111,
except the basic wind speed shall be determined from FBC Figure 1609.3(1),1609.3(2)or 1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
6.1 Polyglass Modified Bitumen Roof Systems shall be installed in accordance with Polyglass USA, Inc. published
installation instructions,subject to the I.imitations/Conditions of Use noted herein.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP"=Maximum Design
Pressure is the result of testing for wind load resistance based on allowable wind loads,and reflects the ultimate
passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer-to FBC
1609 for determination of design wind loads.
As,required by the Building.Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
Contact the noted QA agency for.Information on product locations covered for F.A.C.Rule 61G20-3 CIA requirements
UL LLC—QUA9625;(314)578-3406,k.chancellor@us,ul.com
-THE 69-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
NEMO ETC,LLC Evaluation Report P9290.02.06.1122
Certlflcate of Authorization#32455. a EDITION(2017)FBC NON-HVFIZ EVALUATION FL1654-R24
Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 22:04/11/2019
Page 4 of 4
ONEMOjetc.
:. DE : .-.
TA8 ....... :....:
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1Q(tii=::
1A Wood New or Reroof(Tear-Off) A-1 Bonded insulation,Bonded Roof Cover 5
1B Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9
1C Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Banded Insulation,Bonded Roof Cover 10-11
1D Wood New,Reroof(Tear-off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12
1E Wood New,Reroof(Tear-Off)or Recover C Mech,Attached Insulation,Bonded Roof Cover 12-14
1F Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech,Attached Base Sheet,Bonded Roof Cover 15-18
1G Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 18-22
1H Wood New,Reroof(Tear-Off)or Recover E Non-insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 23-28
11 Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 29
2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base insulation,Bonded Top Insulation,Bonded Roof Cover 30-32
28 Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached insulation,Bonded Roof Cover 33-37
2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-1 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 38-39
2D Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Velociflex,Bonded Roof Cover 40-41
3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 42-50
3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover so
4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 51-53 .
48 Lightweight concrete New or Reroof(fear-Off) A-2 Mech.Attached Anchor Sheet,Bonded insulation,Bonded Roof Cover 54
4C Lightweight concrete New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 55-58
SA Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 59
5B Cementitious wood fiber New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 60
5C Cementitious wood fiber New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 61
51) Cementitious wood fiber New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 61
SE Cementitious wood fiber New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 61
6A Existinggypsum Reroof(Tear-Off) A-1 Bonded insulation,Bonded Roof Cover 62-64
6B Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 64
6C Existing gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 64 .
6D Existing gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof-Cover 64
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 65-69
76 various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 69
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
2, Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
D.Wood: Minimum 0.75-inch penetration.
A Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
➢Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
NEMO ETC,LLC Evaluation Report P9290.02.08-R22 for FL3654-R24
Certificate of Authorization#32455 6"`EDITION(2017}FBC NON-HVHZ EVALUATION Revision 22:04/11/2019
Prepared by: Robert Nieminen,P£-59166 . Polygiass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 1 of 69
ONEMOletc.
3. Unless otherwise noted,insulation maybe anyone layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,gypsum-based roof board or mineral-wool roof board that meets the QA requirements
of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover.
4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete maybe substituted for rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover),whereby the base sheet
fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural
members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval
documentation.
S. Preliminaryinsulation attachment for System Type D;Unless otherwise noted,refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29(January 2016).
6. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions.
➢Hot asphaIt(HA): Full coverage at 25-30 lbs/square.
9 Dow iNSTA STIK Quik Set Insulation Adhesive(D-15): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
➢ Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
➢Millennium PG-1 Pump Grade Adhesive(M=PGI): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
•OMG Olysond 500(08500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot). Note: OlyBond Green maybe used where OlyBond 500 is referenced.
➢OlyBond Classic(OB Classic): Full coverage at 1 gal/square.
➢ ICP Adhesive&Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c.
➢Note: When multiple layers(s)of insulation and/or coverboard are Installed in ribbon-applied adhesive,board joints shall be staggered.
➢Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-hatf the specified ribbons spacing.
7. Unless otherwise noted,all insulations are flat-stock br taper board of the minimum thickness noted. Tapered polyisocyanurate at the'follow)ng thickness limitations maybe'substituted with the following Maximum
Design Pressure(MDP)limitations. in no case shall these values be used to'increase'th_e MDP listings in the tables;rather if MDP listing below meets or exceeds that listed fora particular system in the tables,then the
thinner board listed below may he used as a drop-in for the equivalent thicker material listed in the table:
➢Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.54nrh thick)
➢Millennium PG-1 Pump Grade Adhesive(M-PGI): MDP -157.5 psf (Min.0.5-inch thick)
D OMG OlyBond 500(08500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
D OMG OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-inch thick 150 95+GL)
➢OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3)
➢OMG OlyBond 500(08500): MDP -487.5 psf (Min.0.54nch thick ACFoam 11)
D ICP Adhesives&Sealants Polyset CR-20: MDP -117.5 psf (Min,1.0-inch thick)
B. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with TBC
Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDl,FM Loss Prevention
Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk'carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data
Sheet 1-29(January 2016)for Zone 2/3 enhancements.
10. For fully bonded assemblies,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis-is permitted.
11. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance.A qualified design professional shall review the data for comparison tothe minimum
requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
12. For existing substrates in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing'
roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing in accordance with
ANSI/SPRf IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application.
MEMO ETC,LLC Evaluation Report P9290;02.08-R22 for FL16S4-R24
Certificate of Authorization#32455 6n'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 22:04/11/,2019
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-3330 Appendix 1,Page 2 of 69
ONEMOjetc.
14. Lightweight Insulating Concrete(LWC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced,refer to current LWC
Product Approval for specific deck construction and limitations. Unless otherwise noted,for systems where specific LWC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat
thickness is 2-inches. For LWC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1. For"pre-existent"LWC references,listings were established through testing over fightweightconcrete cast
using only foaming agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO{FSC CER1592). Unless otherwise noted,
use of these listings in new construction or re-roof(tear-off)applications is at the discretion of the Designer or Record and Authority Having Jurisdiction.
15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
.::::..:..:..._LA :. .., :.
PAYER: .:• :;:..:::. :.^•.:: ...::..
MATERIIAC.i APPClCATlON;':'
BP-AA Base Ply One or more piles Po! glass GZ Base,FBC Approved ASTM D4501,Type 11 Hot Asphalt at 20 4fl
.(Base and Ply sheets, Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI lbs/square
Asphalt-Applied) Note: Asphalt applied sheets or insulation shall not be applied to poly-film surfaced membranes.
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT PG350 at 1.5-2.0
565-CAI Cap Ply Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,.Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS gat/square
G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP
SBS-CA2 Elastoflex V G,Elastoflex V G FR,Elastoflex 56,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex S6 G FR,Efastoshleld T5 G,Elastoshield TS gat 15-2.02.fl
Cap Ply G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR sand-backed) gal/square rea
base Pty or Ply One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),S6 HP,Elastoshield HT Elastoflex V,Elastoflex S6,Elastoflex
SBS-AA �Hot Asphalt at 20-40
(SBS,Asphalt-Applied) Gap ply Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6-G,Elastoflex S6 G'FR,Elastoshield TS G, ibs/square
Elastoshleld TS<3 FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) )
Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes.
SBS-TA Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastaflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT
(SBS,Torch-Applied) Cap Ply Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex 56,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex S6 GTR,Elastoshield TS G, Torch-Applied
Efastoshleld TS G FR,Polyfresko G SBS(poly-flim backed),Polyfresko G SBS FR(poly-flim backed)
Base Ply One or more plies Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Plus,Elastoflex SA V Plus FR
SBS-SA Cap Ply Elastoflex SA P,Elastoflex SA P FR,Polyreflect Self-Adhering
.(SBS,Self-Adhering) Eftte. Unless otherwise noted,permissible membrane substratesferSBS-SA are limited to the SBS-SA Base Ply options herein,
Elastobase(poly/sand)or Elastobase(poly/poly).
C.
Ply
APP-CA1 p Polyflex G FR
PG350 at 15-2.0
• gal/square
APP-TA Base Ply or Ply One or more plies Polyglass Base,Polyflex,Polybond
(APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond'G,Polyfresko G,Polyfresko G FR Torch-Applied
APP-SA Cap Ply Potyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polykool
{APP,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates forAPP-SA are limited to the S85-SA Base Ply options herein, Self-Adhering
Elastobase(pol 1wrid)orElastabase(poly/poly).
NEMO ETC,LLC Evaluation Report P9290.02.08-R22 for FL1654--RZ4
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 22:'04/3.1/2019
Prepared by: Robert Nieminen,PE-59166 Potyglass Modified Bitumen Roof Systems,{9541233-1330 Appendix 1,Page 3 oP•59
i
ONEMOjetc.
16. Vapor barrier options for use over structural concrete deck followed by adhered Insulation carry the following Maximum Design Pressure(MDP)limitations. The lesser of the MDP'listings below vs.those in Table 3A
applies:
•a• *• a o o
V
;opn0
APOR BAR
'.:1NSl1LAT14N.ADHF,SiV�;':',.�•�':'• •.MOP:(PSF)
.,.. . . ..-.. •. .. :. . .... :...,;.••....... TYPE. ... . ATTACH
VB-1. PG100 Elastoflex SA V Plus Self-Adhering Inta-Stik or CR-20,12-inch o.c.' -60.0
V8-2. PG100 Polygiass Base Torch-applied Into Stik or CR-20,12-inch o.c. -75.0
VB-3. PG100 Elastofiex SA P Self-Adhering Into-St1k,12-inch o.c. -75.0
VB-4. PG100 Elastoflex SA P Self-Adhering Millennium One Step Foamable Adhesive,12-inch o.c. -957:5
VS-5. PG100 Eiastoflex SA P Self-Adhering CR-20,12-inch o.c. -270.0
VB-6. PG100 Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Self-Adhering Millennium One Step Foamable Adhesive,Millennium PG-1 Pump Grade -290.0
Plus,Elastoflex-SA V Plus FR Adhesive,O€yBond 500 or CR-20,12-inch o,c.
17. The following surfacing maybe applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings'for
application limitations and a Roofing Materials Directory for fire ratings associated with coating usage.
O. Hari:!#- i-':. r:::°,?:_.;..;;::_:•::::i; :.`:'• :: :;::.'.+:$urfaiari i florid:Product
p d piiiiiaf;'r
SURF-1. PG300 Fibered Roof Coating FL10291
SURF-2. PG600 Nan-Fibered Aluminum Roof Coating FL10291
SURF-3. PG650 Fibered Aluminum Roof Coating FL10291
SURF-4. PG700 High Quality Elastomeric Roof Coating FL10291
SURF-5. PG700QS(Quick Set)High Quality Elastomeric Roof Coating FL10291
SURF-6. PG800 Asphalt Emulsion Roof Coating FU0291
SURF-7. Polyplus 60 Premium Non-Fibered Aluminum Roof Coating FU0291
SURF-8. Polyplus 6S Premium Fibered Aluminum Roof Coating FL10291
SURF-9. Polybrite 70 Premium Grade Elastomeric Roof Coating FL10291
SURF-20. Polybrite 70QS(Quick Set)Premium Grade Elastomeric Roof Coating FL10291
SURF-Si. Polybrite 71 HS FL10291
SURF-12. Polybrite 90 High Solids Silicone Roof Coating FL102-91
SURF-13. Polybrite 95 Silicone Roof Coating FL10291
SURF-14, KM Acryl 15 FL27409
SURF-15. KM Acryl 15 QS FL27409
SURF-16. KM Acryl 25 FL27409
SURF-17. KM Acryl 25 QS FL27409
SURF-18. KM Acryl 40 HS FL27409
SURF-19. KM Acryl 85 FL27409
SURE-20. KM PS#250 FU7409
SURF-21. KM PS#220 FL27409
18. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind toads.Refer to FBC 1609 for determination of design wind loads.
MEMO ETC,LLC Evaluation Report P9290.02:08-R22for FL16S4-R24
Certificate of Authorization#32455 6TM EDITION(2017)FOC NON-HVHZ EVALUATION Revision 22:04/11/2019
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems,(954)233-1330 Appendix 1,Page 4 of 69
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APA rated,7/16 CAT,Exposure 1
0-4181n., Simplex MARX Cap 8-inch o.c.at min.3-inch lap and 84nch o.c.at
SBS-SA,
W-128 Elastobase(poly film top) Note:MA7CXCaps are to be primed with P6100 or three(3),equally spaced,staggered center SBS-SA -60.0 APP-SA SBS
OSB or min.,15/32' TA,APP TA
APA rated plywood ASTM D41 primer rows
Min.19/32-inch Efastobase;Elastobase P 32 8-inch o_c.at min.4-Inch lap and 8-inch o.c.at
W-129 / ga•,1-5/8-Inch diameter tin caps with i2 ga.annular three(3), at
spaced,staggered center SBS-SA SBS SA'APP SA'SSS X0.0
plywood (poly-film top) ring shank nails TA,APP TA
rOWS
Min.19/32-inch Elastobase,Elastobase P 32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular 8-Inch o.c.at min.4-inch lap and 8-inch 0.c.at
W-130 pled (poly-film top) ring shank nails three(3),equally spaced,staggered center Polynex SA Base APP TA -60;0
rows
W-131 Min.19/32-Inch Elastobase,Elastobase P 32 ga,1-5/&-nch diameter tin caps with 11 ga-annular 4-inch o.c,at min.4-inch lap and 4-inch o.c,at SBS SA SBS-SA,APP-SA,SBS-
975
Plywood (poly-film top) rin shanknails. four(4),equally spaced,staggered center rows TA,APP-TA
W-132
Min.19/32-inch Elastobase,Etastobase P 32 ga.,1-5/8-inch diameter tin caps with 11 ga_annular 4-inch o.c.at min.44nch lap and 4-inch o.c.at polyflex SA Base APP-TA -97:5
plywood (poly-film top) ring shank nails. four(4),equally spaced,staggered center rows
32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular Elastofiex SA V Plus,
in.19/32-Inch Elastobase,Elastobase P 6-inch o.c.at min.4-inch lap and 64nch o.c.at SBS-SA,APP-SA,S8S-
W-133 ring shank nails.Note:lin caps are to be primed with � Elastoflex SA V Pius -112.5
plywood (poly-film top) ' P6100 arASTM D41 primer. four(4),equally spaced,staggered center rows ER TA,APP-TA
: 32 ga,1-5/8-inch diameter tin caps with 11 ga.annular
Min,;4/32-inch Elastobase,Elastobase P 6 snch o.c.at min_4-inch lap and 6-Inch o.c-at
W-134 (poi film to ring shank nails. Note:Tin caps are to be primed with four 4,equally spaced,staggered center rows Poly(ex SA Base APF-TA 112.5
plywood Y- Pj PG100 or ASTM D41 primer. { ) q Y p �
NEMA ETC,LLC Evaluation Report P9290.0208-R22.for FIL16544124
Certificate of Authorization#32455 a EDITION(2017)FSC NON-HVHZ EVAWATION Revision 22.04/11/2019
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,'Page 22 of 69